Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000762 DEA: 11430364 EFIS: 1118000109
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-79-20.2/53.0
Work Description: CULVERT REPAIR, GUARDRAIL, FLASHING BEACON AND SIGN REPLACEMENTS.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM WEST JUNCTION ROUTE 78 TO RIVERSIDE COUNTY LINE
Contractor Name: NATIONWIDE CONTRACTING SERVICES, INC. DBA NATIONWIDE GENERAL CONSTRUCTION SERVICES
Contractor Address: 7660 Liberty Drive, Huntington Beach, CA 92647
Resident Engineer: Ryan Sresovich Structure Rep.: Unknown
DIME Sample ID: 2025-11-07-71
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/07/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/19/2025
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: Plant Sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
DIME Test ID: 2025-11-07-71-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 01/14/2026
Date Tested: 12/24/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: 5.39>4.45% does not complis
Oven 4
Test Result Compliance: does not comply
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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3929.7 g
|
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Mass of the specimen and specimen basket assembly prior to ignition
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6004.1 g
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Mass of HMA Sample prior to ignition
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2074.4 g
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Corrected Asphalt Binder Content
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5.39 %
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Mass Loss
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112.9 g
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Mass of aggregate remaining after ignition
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1961.5 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.05 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data0 %
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Test Temperature
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538 C
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DIME Test ID: 2025-11-07-71-2
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 01/14/2026
Date Tested: 12/24/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
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SI Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
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7475.6 grams
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Mass of oven-dry sample in air for Sample 1
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2549.6 grams
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Mass of container filled with the sample and water for Sample 1
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9009.3 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.51
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Theoretical maximum density at 25°C (77°F)
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2502.7 kg/m^3
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